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Sir, when you assign the columns for the boundary area, is the stiffness analysis of the structure right? because there are 2 elements (column and wall) in the same node?
Engineering World Do you have some strong references to prove it, sir? I tried to assign the boundary with column and manual using section designer and it comes up with different periods and of course the cumulative mass of the structure.
Please guide sir, what does this top and bottom reinforcement means i n a wall. should we select the max out of the two, or top means one face of the wall and bottom means the other face of the wall. please guide. also in lift wall we see 4 times the flexural reinforcement and also in spandrels we have left and right top and bottom. how we detail these??
Assalawalaikum sir. In this wall design as uniform reinforcing what reinforcement is ratio . it has to be less than 4% and 6%. if exceed it fails. plz advise me
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thanks. some of those details need adjustments in boundary elements 25:45
Best videos .... U have done great work.
Thanks Bro.
Thanks for the efforts you made. Pls Keep it up.
thank you very much, which version you used please?
Very helpful Lecture Thanks Sir
thank u very much sir.
THANKS SIR IT'S REALY HELPFULL.
Welcome
please make video about doubly reinforced beam design in etabs
Is the the total longitudinal rebar area for that wall?
nice
❤👍🙏
Sir, when you assign the columns for the boundary area, is the stiffness analysis of the structure right? because there are 2 elements (column and wall) in the same node?
It is right.
Software automatically take column as boundary element
Engineering World Do you have some strong references to prove it, sir? I tried to assign the boundary with column and manual using section designer and it comes up with different periods and of course the cumulative mass of the structure.
Please guide sir, what does this top and bottom reinforcement means i n a wall. should we select the max out of the two, or top means one face of the wall and bottom means the other face of the wall. please guide. also in lift wall we see 4 times the flexural reinforcement and also in spandrels we have left and right top and bottom. how we detail these??
when to use C&T reinforcing and where to use Uniform reinforcing section?? or are you just teaching how to give software commands?
How to give Load combination
Here is the full course link on CSI ETABS
ua-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
See the lecture on load combination
You have rhe same value in all 4 slots of C limit = 1111.1. I'm getting different values. Why does that happens?
Assalawalaikum sir. In this wall design as uniform reinforcing what reinforcement is ratio . it has to be less than 4% and 6%. if exceed it fails. plz advise me
Ese diseño con distribucion uniforme no tiene ductilidad...se debe concentrar los aceros en los dos cantos del muro
Sir pls show moment diagram
Bending smf is 0.1 not 0.7